Predictions of missing wave data by recurrent neuronets

被引:47
作者
Balas, CE [1 ]
Koç, L
Balas, L
机构
[1] Gazi Univ, Fac Engn & Architecture, Dept Civil Engn, TR-06570 Ankara, Turkey
[2] Cumhuriyet Univ, Fac Engn, Dept Civil Engn, Sivas, Turkey
[3] Gazi Univ, Fac Engn & Architecture, Dept Civil Engn, TR-06570 Ankara, Turkey
关键词
D O I
10.1061/(ASCE)0733-950X(2004)130:5(256)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Real time wave measurements in Turkey are often interrupted because of operational difficulties encountered. Therefore, the lacking significant wave height, period and directions were simultaneously estimated from the dynamic Elman type recurrent neural networks. Their predictions were compared with the commonly applied static feed-forward multilayer neural networks and with the stochastic Auto Regressive (AR) and Exogenous Input Auto Regressive (ARX) models. Two distinct learning algorithms, the steepest descent with momentum and the conjugate gradient methods were employed to train the neural networks. It was concluded that, the recurrent neural network generally showed better performance than the feed-forward neural network in the concurrent forecasting of multiple wave parameters. Both artificial intelligence techniques demonstrated a good performance when compared to the predictions of AR and ARX models. Prediction methods are also compared using continuous artificial data generated with known properties by measuring their performance in predicting the removed segments of various lengths. The multivariate ENN model successfully predicted the removed segments of artificially generated wave data. Hence, the learning ability of artificial intelligence techniques was verified signifying the robustness and fault-failure tolerance of neural networks.
引用
收藏
页码:256 / 265
页数:10
相关论文
共 17 条
[1]   A sensitivity study for the second order reliability-based design model of rubble mound breakwaters [J].
Balas, CE ;
Ergin, A .
COASTAL ENGINEERING JOURNAL, 2000, 42 (01) :57-86
[2]   Reliability-based risk assessment in coastal projects: Case study in Turkey [J].
Balas, CE ;
Ergin, A .
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING, 2002, 128 (02) :52-61
[3]   Risk assessment of some revetments in Southwest Wales, United Kingdom [J].
Balas, CE ;
Balas, L .
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING, 2002, 128 (05) :216-223
[4]   A statistical riverine litter propagation model [J].
Balas, CE ;
Williams, AT ;
Simmons, SL ;
Ergin, A .
MARINE POLLUTION BULLETIN, 2001, 42 (11) :1169-1176
[5]   Convergence improvement of the conjugate gradient iterative method for finite element simulations [J].
De Gersem, H ;
Hameyer, K .
COMPEL-THE INTERNATIONAL JOURNAL FOR COMPUTATION AND MATHEMATICS IN ELECTRICAL AND ELECTRONIC ENGINEERING, 2001, 20 (01) :90-97
[6]  
Deo MC, 1999, OCEAN ENG, V26, P191
[7]   Interpolation of wave heights [J].
Deo, MC ;
Kumar, NK .
OCEAN ENGINEERING, 2000, 27 (09) :907-919
[8]   Analysis of wave directional spreading using neural networks [J].
Deo, MC ;
Gondane, DS ;
Kumar, VS .
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 2002, 128 (01) :30-37
[9]   Neural networks for wave forecasting [J].
Deo, MC ;
Jha, A ;
Chaphekar, AS ;
Ravikant, K .
OCEAN ENGINEERING, 2001, 28 (07) :889-898
[10]   FINDING STRUCTURE IN TIME [J].
ELMAN, JL .
COGNITIVE SCIENCE, 1990, 14 (02) :179-211